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JPS6072705A - Manufacturing method of fiber-reinforced cement-based cured product - Google Patents

Manufacturing method of fiber-reinforced cement-based cured product

Info

Publication number
JPS6072705A
JPS6072705A JP18150083A JP18150083A JPS6072705A JP S6072705 A JPS6072705 A JP S6072705A JP 18150083 A JP18150083 A JP 18150083A JP 18150083 A JP18150083 A JP 18150083A JP S6072705 A JPS6072705 A JP S6072705A
Authority
JP
Japan
Prior art keywords
fiber
cement
reinforcing fibers
slurry
frc
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP18150083A
Other languages
Japanese (ja)
Inventor
清一 小山
岩室 冨二夫
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon Steel Corp
Original Assignee
Sumitomo Metal Industries Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sumitomo Metal Industries Ltd filed Critical Sumitomo Metal Industries Ltd
Priority to JP18150083A priority Critical patent/JPS6072705A/en
Publication of JPS6072705A publication Critical patent/JPS6072705A/en
Pending legal-status Critical Current

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  • Press-Shaping Or Shaping Using Conveyers (AREA)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 この発明は繊維補強セメント系硬化物、例えば繊維補強
コンクIJ −ト硬化物等の製造法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for producing a fiber-reinforced cement-based cured product, such as a fiber-reinforced concrete IJ-cured product.

その目的は応力方向に補強繊維を有効に配向せしめ、大
断面の硬化物であっても補強効果が大で、高い引張強度
および曲げ強度を付与できる繊維補強セメント系硬化物
(以下FRCと略称する)の製造法を提案するにある。
The purpose of this is to effectively orient reinforcing fibers in the stress direction, so that even if the cured product has a large cross section, it has a large reinforcing effect and can provide high tensile strength and bending strength. ).

炭素繊維、スチール繊維、あるいは高張力の有機繊維、
耐アルカリ性ガラス繊維等の補強繊維をコンクリート、
モルタル等のセメント系スラリーに混入し、繊維補強セ
メント系硬化物を得ることができる。しかし補強繊維を
セメント系スラリーに混合し、流込み成形する従来の製
造法では繊維が三次元空間にランダムに配向して補強す
べき方向の補強効率が低下する。Raurnaldlに
よれば繊維が三次元ランダム状態に配向した場合の有効
繊維長さle3 は、元の繊維長をIOとすると、1e
s= 0.41 Jo となる。これが二次元ランダム
状態に配向した場合の有効繊維長さle、= 0.64
10 となる。
carbon fiber, steel fiber or high tensile organic fiber,
Reinforcing fibers such as alkali-resistant glass fibers are used in concrete,
It can be mixed into cement slurry such as mortar to obtain a fiber-reinforced cement-based cured product. However, in the conventional manufacturing method in which reinforcing fibers are mixed into cement slurry and cast, the fibers are randomly oriented in three-dimensional space, reducing the reinforcing efficiency in the direction to be reinforced. According to Raurnaldl, when the fibers are oriented in a three-dimensional random state, the effective fiber length le3 is 1e, where the original fiber length is IO.
s=0.41 Jo. The effective fiber length le when this is oriented in a two-dimensional random state is = 0.64
It becomes 10.

FRCの曲げおよび引張強度σCは、 ここでα=織繊維分散係数を含んだ定数、le−繊維の
有効長さ、 γf−繊維の付着応力 D=繊維径、 ■f=繊維混入率 である。
The bending and tensile strength σC of FRC is as follows: α = constant including woven fiber dispersion coefficient, le - effective length of fiber, γf - adhesive stress of fiber D = fiber diameter, f = fiber mixing rate.

上式によれば、有効繊維長さle を大きくすればFR
Cの強度は向上する。このことは、従来スチール繊維補
強コンクリートにおいて、吹付は成形した部材の曲げ強
度は通常の流込み成形した部材の1.3〜1.5倍とな
ることからも理解される。
According to the above formula, if the effective fiber length le is increased, FR
The strength of C is improved. This can be understood from the fact that in conventional steel fiber reinforced concrete, the bending strength of spray-formed members is 1.3 to 1.5 times that of ordinary cast-formed members.

また、例えば、第1図のように型枠1内に補強繊維2を
混入したセメント系スラリー3を投入し振動機4を用い
締固め、厚さが大きいFRCを得ようとすると、スラリ
ー3の流動化によシスラリ−の流れ方向(図面矢印方向
)に繊維2が配向する。従って、成形部材の厚さが大き
い場合は、垂直方向に繊維2が配向した欠陥部5を生じ
、FRCの横方向の補強効果が低下する。このため大断
面積のFRCは補強繊維の補強効率が低下し高い曲げ強
度や引張強度を付与することがむすかしかった。
In addition, for example, if a cement slurry 3 mixed with reinforcing fibers 2 is poured into a formwork 1 and compacted using a vibrator 4 as shown in Fig. 1 to obtain a thick FRC, the slurry 3 Due to fluidization, the fibers 2 are oriented in the flow direction of the cis slurry (in the direction of the arrow in the drawing). Therefore, when the thickness of the molded member is large, defective portions 5 where the fibers 2 are oriented in the vertical direction are generated, and the reinforcing effect of the FRC in the lateral direction is reduced. For this reason, when using FRC with a large cross-sectional area, the reinforcing efficiency of the reinforcing fibers decreases, making it difficult to impart high bending strength and tensile strength.

この発明は上記事情に鑑みなされたものである。This invention was made in view of the above circumstances.

その要旨は、補強繊維を混入したセメント系スラリーを
原料とした繊維補強セメント系硬化物(FRC)の製造
法において、前記セメント系スラリーをスラリーポンプ
から押出して成形し、押出層状面と補強繊維を配向せし
むべき面方向とを平行になし、スラリーポンプのノズル
開口部上下方向寸法を補強繊維の繊維長より小とするこ
とを特徴とするFRCの製造法である。
The gist is that in the manufacturing method of fiber-reinforced cement-based hardened material (FRC) using cement-based slurry mixed with reinforcing fibers, the cement-based slurry is extruded from a slurry pump and molded, and the extruded layered surface and reinforcing fibers are formed. This method of manufacturing FRC is characterized in that the plane direction to be oriented is parallel to the direction of the plane, and the vertical dimension of the nozzle opening of the slurry pump is smaller than the fiber length of the reinforcing fibers.

この製造法においては、補強繊維を混入したセメント系
スラリーをスラリーポンプから層状に押出し、ノズルの
開口部上下方向寸法は繊維長よシ小である。このために
、ノズルから吐出されるスラリー中の補強繊維はノズル
上下縁によって配向方向の矯正を受け上下方向に配向せ
ず、2次元配向をとる。従って、層状をなし押出す方向
と、目的とするFRCの補強繊維の配向せしむべき面方
向とを平行にするならば、得られるFRCの補強繊維を
所望の面方向に2次元配向せしめ、所望方向を補強して
曲げおよび引張強度の向上が達成できる。
In this manufacturing method, a cement slurry mixed with reinforcing fibers is extruded from a slurry pump in layers, and the vertical dimension of the nozzle opening is smaller than the length of the fibers. For this reason, the reinforcing fibers in the slurry discharged from the nozzle are corrected in orientation by the upper and lower edges of the nozzle, and are not oriented in the vertical direction, but are two-dimensionally oriented. Therefore, if the layered and extruded direction is parallel to the plane direction in which the reinforcing fibers of the desired FRC should be oriented, the reinforcing fibers of the obtained FRC can be two-dimensionally oriented in the desired plane direction, and the desired Increased bending and tensile strength can be achieved with directional reinforcement.

また、層状の押出しを上下方向に積層したり、横方向に
並列したりして、厚みあるいは幅が大であるFRCを、
補強繊維を2次元に効率よく配向して製造することがで
きる。従って、この製造法で得られるFRCを、例えば
パネルとした場合、曲げ強度が高く間仕切シ壁等として
利用し極めて効果的である。また、大断面のFRCであ
っても補強繊維の補強効率の低下をもたらすことはない
In addition, by stacking layered extrusions in the vertical direction or paralleling them in the horizontal direction, FRC with large thickness or width can be made.
The reinforcing fibers can be efficiently oriented in two dimensions and manufactured. Therefore, when the FRC obtained by this manufacturing method is made into a panel, for example, it has high bending strength and is extremely effective for use as a partition wall or the like. Further, even if the FRC has a large cross section, the reinforcing efficiency of the reinforcing fibers will not be reduced.

以下この発明になるFRCの製造法を図面を用い説明す
る。
The method for manufacturing FRC according to the present invention will be explained below with reference to the drawings.

第2図において、型枠1内に補強繊維2を混合したセメ
ント系スラリー3を、セメント系スラリーポンプの押出
管6および先端ノズル7を経て層状をなし押出す。層状
をなし押出す方向は、得られるFRCの補強方向、すな
わち、補強繊維を2次元配向せしめる面と平行な方向と
する。また、ノズル7の開口部形状は方形をなし、その
上下方向寸法tは補強繊維の繊維長より小となしである
In FIG. 2, a cement slurry 3 mixed with reinforcing fibers 2 is extruded into a formwork 1 through an extrusion pipe 6 and a tip nozzle 7 of a cement slurry pump in a layered manner. The direction in which the layers are formed and extruded is parallel to the reinforcing direction of the obtained FRC, that is, the direction parallel to the plane in which the reinforcing fibers are two-dimensionally oriented. Further, the opening of the nozzle 7 has a rectangular shape, and its vertical dimension t is smaller than the fiber length of the reinforcing fiber.

セメント系スラリー3は層状をなし、型枠1平面内に並
列して敷き並べて行き、さらに、敷き並べた上に所定の
厚みまで、複数層積層して敷き並べ所望の巾、厚みのF
RCを成形する。なお各層の密着を十分保持するために
は、各層を成形するごとに振動機によシ締固めを行なえ
ばよい。
The cement slurry 3 is in the form of layers, and is laid out in parallel on the plane of the formwork 1, and then layered in multiple layers to a predetermined thickness.
Mold RC. In order to maintain sufficient adhesion between each layer, compaction may be performed using a vibrator each time each layer is formed.

第3図(a) 、 (b)はとのように成形してなった
FRCの補強繊維2の配向方向を示すものであり補強繊
維2は各層において、2次元面内に配向する。これに反
し、従来の流込み法によるFRCは第4図(a) 、 
(b)のごとく補強繊維2は3次元配向をとる。
FIGS. 3(a) and 3(b) show the orientation direction of the reinforcing fibers 2 of the FRC molded as shown in FIG. 3, and the reinforcing fibers 2 are oriented within a two-dimensional plane in each layer. On the other hand, FRC using the conventional pouring method is shown in Fig. 4(a).
As shown in (b), the reinforcing fibers 2 have a three-dimensional orientation.

この発明の方法で得られたFRCの性能を第1表に示す
。このFRCは補強繊維として、平均繊維長10 yn
yn 、直径17μの炭素繊維を用い、第2表に示すセ
メント系スラリーとなし、FRCを製造した。この際ス
ラリーポンプのノズル開口部形状は上下寸法5朋、横方
向寸法15(1mの矩形断面となし、所定の部材厚さ1
50朋になるまで、30回上下方向に層状に積層しFR
Cを成形した。
Table 1 shows the performance of FRC obtained by the method of this invention. This FRC is used as a reinforcing fiber with an average fiber length of 10 yn
FRC was manufactured using carbon fibers having a diameter of 17 μm and a cement-based slurry shown in Table 2. At this time, the shape of the nozzle opening of the slurry pump has a vertical dimension of 5mm, a lateral dimension of 15mm (1m rectangular cross section, and a predetermined member thickness of 1m).
FR is laminated in layers in the vertical direction 30 times until it becomes 50 mm.
C was molded.

第1表 FRCの曲げ強度 ※ ※供試体寸法 150XI 50X530顛載荷方法 
3等分点載荷 養生 20℃水中、材令28日 第2表 第1表から明らかなようにこの方法により製造したFR
Cは、従来の流込み成形法のものに比べ曲げ強度が約1
.5倍とな多、繊維補強の効果が非常に大であることが
判る。
Table 1 Bending strength of FRC * *Specimen dimensions 150XI 50X530 Loading method
As is clear from Table 2 and Table 1, the FR manufactured by this method
C has a bending strength of about 1 compared to that of conventional pour molding.
.. It can be seen that the effect of fiber reinforcement is 5 times greater.

ノズルの形状については、開口部が矩形のものに限定さ
れるものではない。例えば、第5図のごとく、開口部上
下縁に山谷形の切込み8を入れ、層状押出物を上下方向
に積層した際の密着性の向上を図ることもある。また第
6図のごとく、矩形のノズル開口部内を上下方向の仕切
板9で幅方向を複数のセクションに区切シ、その幅t′
 を繊維長よシ小となしてノズルからセメント系スラリ
ーを押出す際に、補強繊維を押出方向に一次元に配向せ
しめることもできる。勿論これらの場合、ノズル開口部
上下方向寸法tは補強繊維の繊維長よシ小となしである
。また、この製造法の条件を満足するノズルを複数個、
横方向および/iたは上下方向に並設して、セメント系
スラリーを同時に複数個のノズルから押出して、層状押
出物を横方向および/または上下方向に並列あるいは積
層して成形することもできる。
The shape of the nozzle is not limited to a rectangular opening. For example, as shown in FIG. 5, valley-shaped incisions 8 may be made in the upper and lower edges of the opening to improve adhesion when layered extrudates are stacked in the vertical direction. Further, as shown in Fig. 6, the inside of the rectangular nozzle opening is divided into a plurality of sections in the width direction by vertical partition plates 9, each having a width t'.
The reinforcing fibers can also be oriented one-dimensionally in the extrusion direction when extruding cement-based slurry from a nozzle with the fiber length being smaller than the fiber length. Of course, in these cases, the vertical dimension t of the nozzle opening is smaller than or equal to the fiber length of the reinforcing fibers. In addition, multiple nozzles that satisfy the conditions of this manufacturing method,
It is also possible to form a layered extrudate by arranging them side by side in the horizontal and/or vertical directions and extruding the cement slurry from a plurality of nozzles at the same time to form a layered extrudate in parallel or stacked in the horizontal and/or vertical directions. .

この発明は以上の通りであシ、この製造法は、補強繊維
を所望の方向に効率よく配向せしめ、FRCの曲げ強度
および引張強度の向上を図ることができる。また、大断
面積のFRCであっても欠陥部を生じることなく補強効
果が高い。
The present invention is as described above, and this manufacturing method can efficiently orient reinforcing fibers in a desired direction and improve the bending strength and tensile strength of FRC. Further, even if the FRC has a large cross-sectional area, it has a high reinforcing effect without producing any defects.

【図面の簡単な説明】[Brief explanation of drawings]

第1図(a) 、 (b)は流込み成形法において、振
動前および振動後の補強繊維の配向状態を示す断面図、
第2図はこの製造法でセメント系スラリーを押出しFR
Cを成形する状態の一部断面で示す斜視図、第3図(a
) 、 (b)および第4図(a) 、 (b)はそれ
ぞれこの製造法および流込み法によシ製造したFRCの
補強繊維の配向状態を示す平面図および断面図、第5図
、第6図はそれぞれノズルの別の態様例を示す開口部斜
視図である。 1・・型枠、2・・補強繊維、3・・セメント系スラリ
ー、4・・振動機、5・・欠陥部、6・・押出管、7・
・ノズル、8・・切込み、9・・仕切板。 第1図 (a) (b) −(−一一一 −伽一 区 。 加j jIInj[II]j 畔−−−一一吻中 城 “ 0−
FIGS. 1(a) and 1(b) are cross-sectional views showing the orientation state of reinforcing fibers before and after vibration in the casting method;
Figure 2 shows the extrusion of cement-based slurry using this manufacturing method.
FIG. 3 (a
), (b) and FIGS. 4(a) and (b) are a plan view and a cross-sectional view showing the orientation of reinforcing fibers in FRC manufactured by this manufacturing method and casting method, respectively, and FIG. 5 and FIG. FIG. 6 is an opening perspective view showing another embodiment of the nozzle. 1. Formwork, 2. Reinforcing fiber, 3. Cement slurry, 4. Vibrator, 5. Defect area, 6. Extruded pipe, 7.
・Nozzle, 8...notch, 9...partition plate. Figure 1 (a) (b) -(-111-Kaichi-ku. 加j jIInj[II]j 畔---11吻中城 " 0-

Claims (2)

【特許請求の範囲】[Claims] (1)補強繊維を混入しセメント系スラリーを原料とし
た繊維補強セメント系硬化物の製造法において前記セメ
ント系スラリーをスラリーポンプから押出して成形し、
かつスラリーポンプのノズル開口部上下方向寸法を補強
繊維の繊維長よシ小とすることを特徴とする繊維補強セ
メント系硬化物の製造法。
(1) In a method for producing a fiber-reinforced cement-based cured product using a cement-based slurry as a raw material mixed with reinforcing fibers, the cement-based slurry is extruded from a slurry pump and shaped,
and a method for producing a fiber-reinforced cement-based cured material, characterized in that the vertical dimension of the nozzle opening of the slurry pump is smaller than the fiber length of the reinforcing fibers.
(2) セメント系スラリーをスラリーポンプから層状
に押出して上下方向に積層し、あるいは横方向に並列し
て成形することを特徴とする特許請求の範囲第1項記載
の繊維補強セメント系硬化物の製造法。
(2) The fiber-reinforced cement-based cured product according to claim 1, characterized in that the cement-based slurry is extruded in layers from a slurry pump and formed in layers in the vertical direction or in parallel in the horizontal direction. Manufacturing method.
JP18150083A 1983-09-29 1983-09-29 Manufacturing method of fiber-reinforced cement-based cured product Pending JPS6072705A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18150083A JPS6072705A (en) 1983-09-29 1983-09-29 Manufacturing method of fiber-reinforced cement-based cured product

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18150083A JPS6072705A (en) 1983-09-29 1983-09-29 Manufacturing method of fiber-reinforced cement-based cured product

Publications (1)

Publication Number Publication Date
JPS6072705A true JPS6072705A (en) 1985-04-24

Family

ID=16101841

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18150083A Pending JPS6072705A (en) 1983-09-29 1983-09-29 Manufacturing method of fiber-reinforced cement-based cured product

Country Status (1)

Country Link
JP (1) JPS6072705A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62236705A (en) * 1986-04-08 1987-10-16 日本板硝子株式会社 Manufacture of premixing fiber reinforced cement product
JP2000309011A (en) * 1999-04-27 2000-11-07 Tokyu Constr Co Ltd Short fiber reinforced-structural member and manufacture thereof
EP3141362A1 (en) * 2015-09-11 2017-03-15 SCHWENK Zement KG Method for producing a structure made of mortar or concrete and device for the same

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62236705A (en) * 1986-04-08 1987-10-16 日本板硝子株式会社 Manufacture of premixing fiber reinforced cement product
JP2000309011A (en) * 1999-04-27 2000-11-07 Tokyu Constr Co Ltd Short fiber reinforced-structural member and manufacture thereof
JP4523682B2 (en) * 1999-04-27 2010-08-11 東急建設株式会社 Short fiber reinforced structural member and manufacturing method thereof
EP3141362A1 (en) * 2015-09-11 2017-03-15 SCHWENK Zement KG Method for producing a structure made of mortar or concrete and device for the same

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